Rodarte Construction Inc Everett Station Parking Expansion

I 1 the operator is certified to operate the inertial profiler to be used on the project. The 2 decision whether another state's certification meets the requirements of AASHTO R 56 I 3 shall be vested entirely in the Engineer. 4 5 5-05.3(4) Measuring and Batching Materials I 6 Item number 2 is revised to read: 7 8 2. Batching Materials — On all projects requiring more than 2,500 cubic yards of I 9 concrete for paving, the batching plant shall be equipped to proportion aggregates and 10 cement by weight by means of automatic and interlocked proportioning devices of 11 accepted type. 12 1 13 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 14 This section's title is revised to read: 15 I 16 Acceptance of Portland Cement or Blended Hydraulic Cement Concrete 17 Pavement 18 I 19 The first sentence is revised to read: 20 21 Acceptance of portland cement or blended hydraulic cement concrete pavement shall be as 22 provided under statistical or nonstatistical acceptance. I 23 24 5-05.3(7) Placing, Spreading, and Compacting Concrete 25 This section's content is deleted. 26 27 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars 28 The first sentence of the last paragraph is revised to read: I 29 30 The tie bar holes shall be clean before grouting. 31 I 32 5-05.3(12) Surface Smoothness 33 This section is revised to read: 34 35 Pavement surface smoothness for this project will include International Roughness Index I 36 (IRI) testing. The Contractor shall perform IRI testing on each through lane, climbing lane, 37 and passing lane, greater than 0.25 mile in length and these lanes will be subject to 38 incentive/disincentive adjustments. Ride quality will be evaluated using the Mean I 39 Roughness Index (MRI) calculated by averaging the IRI data for the left and right wheel 40 path within the section. 41 I 42 43 Ramps, shoulders and tapers will not be included in MRI testing for pavement smoothness and will not be subject to incentive adjustments. All Work is subject to parallel and 44 transverse 10-foot straightedge requirements, corrective work and disincentive 45 adjustments. 46 47 Operate the inertial profiler in accordance with AASHTO R 57. Collect two longitudinal 48 traces, one in each wheel path. Collect profile data after completion of all concrete paving I 49 50 on the project in a continuous pass including areas excluded from pay adjustments. Provide notice to the Engineer a minimum of seven calendar days prior to testing. I City of EverettPage AM 25 Amendments Everett Station 80 Stall Parking Expansion June 2019